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Sample Record for 2025-09-04-50

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Project Information

Project ID: 1001127 DEA: 112N2064 EFIS: 1123000285 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-94-1.6/R13.3
Work Description: POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS AND APPROACH SLABS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 22ND STREET OVERCROSSING TO AVOCADO BOULEVARD OVERCROSSING
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: Unknown, 1310 west 23 st Tempe Arixzona 85282
Resident Engineer: fahad masud Structure Rep.: Tyler Jones

Sample Information

DIME Sample ID: 2025-09-04-50
TL Number from the TL Form: 179KBP
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 09/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2025
The quantity of what the sample constitutes: 10 Tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 25-141
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ5H01073S
Batch number: AZ5H01073S
Mix number: AZ5H01073S
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-09-04-50-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/18/2025
Date Tested: 09/10/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 90

Test 2 of 6

DIME Test ID: 2025-09-04-50-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/18/2025
Date Tested: 09/10/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test 3 of 6

DIME Test ID: 2025-09-04-50-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/18/2025
Date Tested: 09/10/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 45.53

Test 4 of 6

DIME Test ID: 2025-09-04-50-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/18/2025
Date Tested: 09/10/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 5
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.482 in
Sample 1 Ultimate strength 3109.1 psi
Sample 1 Thickness 0.253 in
Sample 1 Area 0.1219 in^2
Sample 1 Ultimate Strength Actual 379 lbs
Sample 1 percent elongation 70.2 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.483 in
Sample 2 Thickness 0.247 in
Sample 2 Area 0.1193 in^2
Sample 2 Ultimate strength 3067.9 psi
Sample 2 Ultimate Strength Actual 366 lbs
Sample 2 percent elongation 67.9 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.483 in
Sample 3 Thickness 0.24 in
Sample 3 Area 0.1159 in^2
Sample 3 Ultimate strength 3097.5 psi
Sample 3 Ultimate Strength Actual 359 lbs
Sample 3 percent elongation 68.7 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.245 in
Sample 4 Area 0.1188 in^2
Sample 4 Ultimate strength 2803 psi
Sample 4 Ultimate Strength Actual 333 lbs
Sample 4 percent elongation 58.3 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.482 in
Sample 5 Thickness 0.24 in
Sample 5 Area 0.1157 in^2
Sample 5 Ultimate strength 3154.7 psi
Sample 5 Ultimate Strength Actual 365 lbs
Sample 5 percent elongation 70 %
Sample 5 Time no data0 MM:SS
Ultimate Strength Average 3046 psi
Percent Elongation Average 67 %

Test 5 of 6

DIME Test ID: 2025-09-04-50-5
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Verified Date: 09/18/2025
Date Tested: 09/10/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1212 lb
Span length for Sample 1 9 in
Break location for Sample 1 bond
Specimen defects/notes for Sample 1 no data
Surface type for Sample 1 SSD
Modulus of rupture (R) for Sample 1 606 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1196 lb
Span length for Sample 2 9 in
Break location for Sample 2 bond
Specimen defects/notes for Sample 2 no data
Surface type for Sample 2 SSD
Modulus of rupture (R) for Sample 2 598 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1206 lb
Span length for Sample 3 9 in
Break location for Sample 3 bond
Specimen defects/notes for Sample 3 no data
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 603 psi

Test 6 of 6

DIME Test ID: 2025-09-04-50-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/18/2025
Date Tested: 09/09/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 78 f
Tare weight no data
Initial weight 100.071 grams
Weight at 5 minutes 100.044 grams
Weight at 10 minutes 100.015 grams
Weight at 15 minutes 99.988 grams
Weight at 20 minutes 99.962 grams
Weight at 25 minutes 99.937 grams
Weight at 30 minutes 99.913 grams
Final weight 99.91 grams
Total weight loss 0.16 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 8.655 grams/m^2